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Home My WebLink AboutSaint Edward Church Structural Repairs 28Aug20REVISIONS:S E R G E A N T A R C H I T E C T U R E P L L CPROJECT NUMBER: 190041 8 5 8 S O U T H A R C H S T R E E T , L I T T L E R O C K , A R . 7 2 2 0 6 T : 5 0 1 . 3 5 0 . 6 8 2 6NOT FOR CONSTRUCTION801 SHERMAN STREET, LITTLE ROCK, ARKANSAS801 SHERMAN STREET, LITTLE ROCK, ARKANSASSTRUCTURAL REPAIRS - Phase 2AS A I N T E D W A R D C H U R C HDIOCESE OF LITTLE ROCK75% Construction Documents for PricingFEBRUARY 26, 2020FEBRUARY 26, 2020TITLE SHEET75% Construction Documents for PricingA0.0S A I N T E D W A R D C H U R C H FIRST FLOOR0' - 0"SITE0' - 0"CHOIR LOFT16' - 0"BASEMENT-10' - 0"ATTIC (TOWERS)32' - 2"TOWERS ROOF -UPPER52' - 0"NAVE WESTT.O.WALL24' - 0"ATTIC (NAVE)24' - 8"TOWER ROOF -LOWER50' - 0"(VARIES)SCOPE OF LIMIT LINE -EXTERIOR WORK FOR PHASE 2AREPAIR 3 EXISTING PARAPETSON SOUTH TOWER - SEE ROOFPLANS(SOUTH TOWER - NO REPAIR REQUIRED)NORTH TOWERSOUTH TOWERKUPFERLE CHURCH BELLGENERAL EXTERIOR NOTES:1. EXTERIOR ELEVATIONS ARE TAKEN FROM THE ORIGINALCONSTRUCTION DRAWINGS, NOT THE AS-BUILT CONDITIONS.2. POWER WASH EXTERIOR STONE AND PRECAST CONCRETE(BRICK ALSO?)3. CONTRACTOR SHALL SEAL ALL OPENINGS AT THE END OFEACH DAY TO PREVENT BATS FROM ENTERING. THERE SHALLBE NO OPENINGS GREATER THAN 1/4 INCH. CONTRACTOR SHALLVERIFY PROPER METHODS FOR REMOVAL AND REPLACEMENTOF BAT PREVENTION SCREENS WITH 914 WILDLIFE REMOVAL.NOT FOR CONSTRUCTIONREVISIONS:S E R G E A N T A R C H I T E C T U R E P L L CPROJECT NUMBER: 190041 8 5 8 S O U T H A R C H S T R E E T , L I T T L E R O C K , A R . 7 2 2 0 6 T : 5 0 1 . 3 5 0 . 6 8 2 6801 SHERMAN STREET, LITTLE ROCK, ARKANSASSTRUCTURAL REPAIRS - Phase 2AA3.1S A I N T E D W A R D C H U R C HWEST BUILDINGELEVATIONFEBRUARY 26, 202075% Construction Documents for Pricing 3/16" = 1'-0"1WEST BUILDING ELEVATION - EXISTING PARAPETSOPTION 015 FT NORTHNORTH TOWERSOUTH TOWER(ROOFHATCH)(ROOFHATCH)--------NEW SPIREWITH NEW SPIRE OPTIONWITH EXISTING PARAPET TO REMAIN OPTION5S1.21' - 8"12' - 11"1' - 8"1' - 8"12' - 11"1' - 8"1' - 8"12' - 11"1' - 8"1' - 8"12' - 11"1' - 8"NEW SPIRE CONNECTION DOWN TOATTIC LEVEL TOP OF FLOOR, ALL (4)CORNERSS2.21----4S2.11S2.1----4S2.112S1.22505344526 1 (S H E E T S 2 .2 )35KUPFERLEMEMORIALCHURCH BELLGENERAL STRUCTURAL NOTES:1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGSTRUCTURAL CONDITIONS ARE SOUND AND IN GOODCONDITION. SHOULD REPAIRS BE NEEDED, NEWCONSTRUCTION IS SHOWN FOR METHODS TO BEUSED. ALL EXISTING MATERIALS SHALL BE RE-USEDOR SALVAGED FOR RE-USE WHERE POSSIBLE.2. ALL EXISTING CONSTRUCTION SHOWN LIGHTGRAY.3. ALL NEW CONSTRUCTION SHOWN BLACK.4. ALL TIMBER DIMENSIONS ARE ACTUAL UNLESSNOTED OTHERWISE AS NOMINAL (NOM).5. FIELD VERIFY ALL DIMENSIONS SHOWN.6. ALL NEW STRUCTURAL STEEL EXPOSED TO VIEWSHALL BE PAINTED PER COLOR SELECTION BYARCHITECT.7. CONTRACTOR SHALL SEAL ALL OPENINGS AT THEEND OF EACH DAY TO PREVENT BATS FROMENTERING. THERE SHALL BE NO OPENINGSGREATER THAN 1/4 INCH. CONTRACTOR SHALLVERIFY PROPER METHODS FOR REMOVAL ANDREPLACEMENT OF BAT PREVENTION SCREENS WITH914 WILDLIFE REMOVAL.UEREGISTEREDPROFESSIONALENGINEERARKANSASA QCJ IANo.6813SP.NERIIFTSTAEONOT FOR CONSTRUCTIONREVISIONS:PROJECT NUMBER: 19004inc.Maumelle, Arkansas 72113P.O. Box 13582Fax 501-851-4101Office 501-851-8500N RA ASK ANSERINEENGNo. 388P.E., INC.IFIRECTTCAFEOIAZ IOTHUTAOR StructuralEngineering801 SHERMAN STREET, LITTLE ROCK, ARKANSASSTRUCTURAL REPAIRS - Phase 2AS1.3S A I N T E D W A R D C H U R C HTOWER FRAMING PLANSFEBRUARY 26, 202075% Construction Documents for Pricing 1/2" = 1'-0"1TOWER ROOF PARAPET PLAN FLASHING AT SOUTH TOWERTERMINATION BAR @ NORTHTOWERRE-USE EXISTING STONE CAPRE-USE EXISTING FACEBRICKSTONESTONE DENTALREBUILD FROM TOP OF PARAPETDOWN TO STABLE MASONRY BELOWTOWER ROOF - LOWER50'-0"FUTURE CAP FLASHING (PHASE 3)SEE ARCHITECTURAL#4 EPOXY EMBED(4) PER STONE#3 REBAR @ 24" O.C.#3 CONTINUOUS, EXTENDINTO CORNER COLUMNS???ADD SISTER JOISTS- SEE 4/S2.1EXISTING ROOF DECKINGTO REMAINEXISTING JOIST TO REMAIN,ADD NEW SISTER JOISTSADD DOWELSSALVAGE FACEBRICK FOR RE-USESTONESTONE DENTALSALVAGE STONE CAP FOR RE-USEREBUILD ON NORTH TOWER INLOCATIONS SHOWN ON PLANALIGN FACE OF NEW SPIRE WITH FACEOF EXISTING BRICK BELOWTOP OF MASONRY & STONETOWER ROOF - LOWER50'-0"5' - 0"20'-0" (NOT TO SCALE)ATTIC (TOWERS)32'-2" (NOT TO SCALE)EXISTING ROOF FRAMINGTO REMAINEXISTING ATTIC FRAMINGAND DECK TO REMAINEXISTING BEAM TO REMAIN1' - 0" 1' - 0"L 8X8X1/2 BEYONDHSS 4X4X1/2 SPACER???EXISTING JOIST POCKET5" +/- FIELD VERIFY1' - 8" +/- FIELD VERIFYGROUT TIGHT TO BRICKFULL HEIGHT??? EPOXY ANCHORS @ 24" O.C.EXISTING JOIST POCKET??? EPOXY ANCHORS @ ???(2) 5/8" DIA. THRU BOLTSNEW 2X TREATED SISTER JOISTTIGHT TO EXISTING JOIST AND TOBOTTOM OF DECK - TYP.L 6X6X1/4 X 9" LONG BOTH SIDESREMOVE EXISTING FLOOR &REINSTALL ON TOP OF NEW5/8" OSB(2) 5/8" SCREW ANCHORS PER LEXISTING PLASTER CEILINGSOME LOCATIONS - CEILING TO REMAINSEE ARCHITECTURALSTONESTONE DENTALREBUILD ON NORTH TOWER INLOCATIONS SHOWN ON PLANTOWER ROOF - LOWER50'-0"EXISTING ROOF DECKINGTO REMAINEXISTING ATTIC FRAMINGAND DECK TO REMAINEXISTING BEAM TO REMAINL 8X8X1/2 BEYONDHSS 4X4X1/2 SPACER BEYONDEXISTING JOIST POCKETNEW SISTER JOISTS ANDCONNECTIONS - SEE 2/S2.1EXISTING JOIST TO REMAIN,ADD NEW SISTER JOISTSFINISHED FLOOR(2) 5/8" DIA. THRU BOLTSEXISTING JOIST POCKETNEW 2X TREATED SISTER JOISTTIGHT TO EXISTING JOIST AND TOBOTTOM OF DECK - TYP.EXISTING PLASTER CEILINGSOME LOCATIONS - CEILING TO REMAINSEE ARCHITECTURALL 6X6X1/4 X 9" LONG BOTH SIDESREMOVE EXISTING FLOOR &REINSTALL ON TOP OF NEW5/8" OSBEXISTING LOAD BEARING BRICK WALL(2) 5/8" SCREW ANCHORS PER L----3S2.1(2) 5/8" DIA. THRU BOLTSEXISTING JOIST POCKETNEW 2X TREATED SISTER JOIST - TYP.L 6X6X1/4 X 9" LONG BOTH SIDES----2S2.1EXISTING JOIST(2) 5/8" SCREW ANCHORS PER LUEREGISTEREDPROFESSIONALENGINEERARKANSASA QCJ IANo.6813SP.NERIIFTSTAEONOT FOR CONSTRUCTIONREVISIONS:PROJECT NUMBER: 19004inc.Maumelle, Arkansas 72113P.O. Box 13582Fax 501-851-4101Office 501-851-8500N RA ASK ANSERINEENGNo. 388P.E., INC.IFIRECTTCAFEOIAZ IOTHUTAOR StructuralEngineering801 SHERMAN STREET, LITTLE ROCK, ARKANSASSTRUCTURAL REPAIRS - Phase 2AS2.1S A I N T E D W A R D C H U R C HSTRUCTURAL DETAILSFEBRUARY 26, 202075% Construction Documents for Pricing 1" = 1'-0"5TOWER PARAPET DTL. - PARAPET TO REMAINOPTION 1" = 1'-0"1TOWER PARAPET DTL. - NEW SPIRE CONNECTION 1" = 1'-0"4TOWER SISTER JOIST CONNECTION @ ATTIC 1" = 1'-0"2TOWER SISTER JOIST CONNECTION ELEVATION 1" = 1'-0"3TOWER SISTER JOIST CONNECTION PLAN